{"id":"W2129014915","doi":"10.1139/t10-086","title":"Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Hong Kong Government; Universidade de Macau","keywords":"Soil nailing; Geotechnical engineering; Overburden; Finite element method; Stress (linguistics); Engineering; Geology; Structural engineering; Retaining wall","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002980084,0.0005887676,0.0004870373,0.0004177926,0.000353477,0.0005782353,0.000873443,0.001104407,0.00207923],"category_scores_gemma":[0.0007371177,0.0003616576,0.0003945495,0.0002384805,0.0005611305,0.0004475274,0.0003543698,0.0002963094,0.0003867969],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003595597,"about_ca_system_score_gemma":0.0006783683,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00823907,"about_ca_topic_score_gemma":0.008714193,"domain_scores_codex":[0.9998164,0.00003007598,0.00001506198,0.00003400798,0.00008094758,0.00002367666],"domain_scores_gemma":[0.9997308,0.0001134603,0.00003434353,0.0000440629,0.00006285745,0.00001454081],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005810328,0.00004418693,0.002210177,0.00005826859,0.00001102875,0.0001907517,0.0001459012,0.9573668,0.03207648,0.0008125209,0.000110493,0.006915249],"study_design_scores_gemma":[0.000006094081,0.00004775443,0.001175352,0.000007443304,0.000006227446,0.00004101117,0.00004966944,0.9909503,0.007060233,0.0001313446,0.0005152892,0.000009285506],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6941067,0.0001450436,0.2962114,0.00008552798,0.00003916279,0.0001416388,0.0005412891,0.0006489203,0.008080305],"genre_scores_gemma":[0.9701452,0.0001101656,0.02545472,0.00001263281,0.000002346434,0.0001174394,0.0002198935,0.00005546011,0.003882163],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00823907,"threshold_uncertainty_score":0.01638222,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03684129696024207,"score_gpt":0.1927158854933585,"score_spread":0.1558745885331164,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}